Original source · versioned page text
Appendix E - Existing Dwelling House Plans (For Information Purposes Only)
Plans and drawings: the text below has words only, no drawings.
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
TO SCALE ON A2
(A) 108.8 m2 x 1.4 = 152.32kPa
(B) 50.7 m2 x 1.4 = 70.98kPa
Elevation A Elevation B
Scale 1:200 Scale 1:200
900 900 900
DUCTED EHWS
B - 01 A /C B - 04 B - 06 MB
A - 01
900
A - 09
1200
A - 07
1400
A - 05
1800
A - 03
A - 04
A - 06
2700
2700
2700
A - 08
1400
900
B - 07
A - 02
900
900
B - 02 900 Timber List - 70mm Frame
900 B - 05
A - 17
900
Wall Framing T2 Treated - Seasoned Pine
B - 03
Top Plate
2/70x35 MGP12
- Load Bearing
A - 14
900
B 70.98kN
900
B - 08 required Top Plate
70x35 MGP10
- Non Load Bearing
900 Bottom Plate NLB 70x35 MGP10
1400 B - 09 Stud
A - 12
70x35 MGP10 @ 450 CTRS FOR TRUSS SPAN
B - 10
500
- Load Bearing <6.0m
2/70x35 MGP12 @ 600 CTRS FOR TRUSS SPAN
<6.0m
NG
A CI ING Stud
BR R AC
GB
70x35 MGP10 @ 450 CTRS 3000 MAX. HEIGHT
N G IN - Non Load Bearing
ILI C EIL
CE Nogging 70x35 MGP10, MAX 1350 CTRS
A - 15
ING
3600
ENGINEERED DESIGNED ROOF TRUSSES @ 600
AC
Roof Framing CTRS
BR
NG
ENGINEERED DESIGNED ROOF TRUSSES @ 600
Roof Battens
ILI
Indicative only. Refer to manufacturers
CTRS
CE
A - 16
900
Lintels & Beamsengineers AS
and/or specifications for
PER FRAME MANUFACTURERS DETAILS
500 900 1600 requirements.
Dimensions A Main Roof
B - 11 B - 12 B - 13
Dimensions A Main Roof
A - 10
800
Fixing List Sheet roof
A - 13
3600
Fixing of: Table No: Method:
9.25
A 152.32kN
required
Roof Batten
C
9.21
1/75 No. 14 Type Screw into 70x25 Batten
30x0.8 Gal. Looped strap with 4/2.8Ø nails each
Girder Truss end
D
A - 11
Truss to Wall 9.21
450
Framing anchor with 4/2.8Ø nails per fixing
Frame B
Lintels/Beams to 9.20
1800 M12 Rod each end
Studs C M12 Bolt to Lintel within 100mm of each Truss
B - 14
Bracing Plan Top Plate to Floor
9.19
M12 ROD @1200 CTRS MAX. C/C. ALSO ALL
CORNERS, JAMBS, & ENDS. NB: FOR ALL
Scale 1:100 C WALL SUPPORTING JACK TRUSSES ONLY
HD BOLT SPACINGS CAN BE INCREASED TO
1800 C/C
N3 BRACING SCHEDULE A - RESISTENCE REQUIRED = 152.32kN N3 - BRACING SCHEDULE B - RESISTENCE REQUIRED = 70.98kN
BRACING LEGEND
C:\Olivet Design\1. HOMES IN DESIGN\STROUD HOMES\PROJECTS\2022\LOT 11 #12 ROBIN PLACE, LAKE MACDONALD - 11ROB\CADS\LOT 11 #12 ROBIN PLACE.pln
BRACING BRACING VALUE BRACING BRACING VALUE ALL BRACING AND TIE DOWN TO COMPLY WITH A.S. 1684.3-2010
ID LENGTH RESISTANCE ID LENGTH RESISTANCE TYPE C - GALVANISED STEEL ANGLE BRACE IN ACCORDANCE WITH A.S. 1684.3-2010
TYPE ( kN/m ) TYPE ( kN/m ) MANUAL, TABLE 8.18,
A - 01 900 Ply Brace 900 6.000 5.400 B - 01 900 Ply Brace 900 6.000 5.400 FIGURE (c) = 1.5kN/M
TYPE H - STRUCTURAL PLY SHEET BRACING IN ACCORDANCE WITH A.S. 1684.3-2010
A - 02 900 Ply Brace 900 6.000 5.400 B - 02 900 Ply Brace 900 6.000 5.400 MANUAL, TABLE 8.18,
FIGURE (h) = 6.0 kN/M
A - 03 2700 Ply Brace 2,700 6.000 16.200 B - 03 900 Ply Brace 900 6.000 5.400 * PLY BRACING PANELS LESS THAN 900mm LONG TO A MINIMUM WIDTH OF 600mm, TO
HAVE 1/M12 ROD AT EACH END IN ACCORDANCE WITH A.S. 1684.2010 CLAUSE 8.3.6.5
A - 04 2700 Ply Brace 2,700 6.000 16.200 B - 04 900 Ply Brace 900 6.000 5.400 PLYWOOD NAILING TYPES & STRENGTHS REFER TO PAA "STRUCTURAL PLYWOOD WALL
BRACING" LIMIT STATE DESIGN MANUAL, TABLE 1: MINIMUM FASTENER SPECIFICATION
A - 05 1800 Ply Brace 1,800 6.000 10.800 B - 05 900 Ply Brace 900 6.000 5.400 BRICK PIERS IN ACCORDANCE WITH "BRICK DEVELOPMENT RESEARCH INSTITUTE" CLAY
BRICK CONSTRUCTION DETAILS. VOLUME No 1, TABLE 12 = 1.5kN/M IN EACH DIRECTION
A - 06 2700 Ply Brace 2,700 6.000 16.200 B - 06 900 Ply Brace 900 6.000 5.400 M4(B) BRACEBOARD SHEET IN ACCORDANCE WITH AUSTRALIAN HARDBOARDS M4
PRODUCT MANUAL TYPE B = 6.0kN/M
A - 07 1400 Ply Brace 1,400 6.000 8.400 B - 07 900 Ply Brace 900 6.000 5.400 M4(C) BRACEBOARD SHEET IN ACCORDANCE WITH AUSTRALIAN HARDBOARDS M4
PRODUCT MANUAL TYPE H = 9.0kN/M
A - 08 1400 Ply Brace 1,400 6.000 8.400 B - 08 900 Ply Brace 900 6.000 5.400 DOUBLE SIDED BRACING REQUIRES M16 RODS EACH END
A - 09 1200 Ply Brace 1,200 6.000 7.200 B - 09 900 Ply Brace 900 6.000 5.400 NOTE:
A - 10 800 Ply Brace 800 3.400 2.720 B - 10 1400 Ply Brace 1,400 6.000 8.400 TIE DOWN AND BRACING TO COMPLY WITH AS1684.3-2010
- PROVIDE 2 STUDS UNDER EACH END OF TG'S & GT'S EDGE NAILING OF PLY BRACING TO
A - 11 450 Ply Brace 450 3.400 1.530 B - 11 500 Ply Brace 500 3.400 1.700 BE AT 50mm CENTRES, PANELS GREATER THAN 600mm WIDE HAVE TIE DOWN RODS.
- M12 RODS TO BRICK PIERS TYPICALLY.
A - 12 500 Ply Brace 500 3.400 1.700 B - 12 900 Ply Brace 900 6.000 5.400 - TYPE C = GALVANISED STEEL ANGLE = 1.5kN / MTR
- TYPE H = STRUCTURAL PINE PLY 7mm OR F27 4mm
A - 13 3600 Ply Brace 3,600 6.000 21.600 B - 13 1600 Ply Brace 1,600 6.000 9.600 WITH ANCHOR BOLTS AND NAILING AT 50mm CENTRES TOP & BOTTOM.
A - 14 900 Ply Brace 900 6.000 5.400 B - 14 1800 Ply Brace 1,800 6.000 10.800
APPROVED ALL DESIGN CONSTRUCTION & MATERIALS TO BE
This plan is certified for compliance with the requirements
of the BUILDING ACT 1975, the BUILDING
A - 15 3600 Ply Brace 3,600 6.000 21.600 84.500 IN ACCORDANCE WITH:
REGULATION 2006, and attached approval conditions. A - 16 900 Ply Brace 900 6.000 5.400 THE NATIONAL CONSTRUCTION CODE (NCC); THE BUILDING CODE OF
AUSTRALIA (BCA); THE QUEENSLAND DEVELOPMENT CODE (QDC);
2022-4454 A - 17 900 Ply Brace 900 6.000 5.400 BUILDING REGULATIONS & LOCAL GOVERNMENT PLANS & POLICIES
REFER DECISION NOTICE 159.550 CURRENT ISSUES OF AUSTRALIAN STANDARDS
Project BA CURRENT MANUFACTURERS SPECIFICATIONS & INSTALLATION DETAILS
FOR MATERIALS USED
Copyright Notice: All house plans produced by the builder/designer Notes: Madden Developments Pty Ltd
Client Drawing name:
N REVISION R2 Wind class: Flood level: Scale:
and the information contained within these documents are the exclusive
property of the builder/designer. These house plans cannot be copied
UPGRADE ITEMS SHOWN IN RED ABN: 52 169 872 486
QBSA Lic No: 1284666
Kellie Wilks Bracing Plan CONSTRUCTION PLAN SET 14/10/22
R1 MARK UPS 02/11/22
N3 TBC 1:100, 1:200
@A3
@A2
Dimensions shall not be obtained by scaling. All Project Project status: Soil class: BAL:
or reproduced, in part or in whole in any form or by any method without R2 MARK UPS 09/11/22
the express written consent of the builder/designer. The house plans dimensions are in millimeters unless noted otherwise. LOT 11 #12 ROBIN PLACE, LAKE CONSTRUCTION TBC 12.5
Setout dimensions shall be verified on site prior to any
provided by the builder/designer are provided to the customer with a work
107 Sugar Road Maroochydore QLD 4558,
Phone: 07 5444 2521 MACDONALD, QLD 4563 Plot date: A0.7
limited license to construct one home only.
being carried out. Any problems shall be directed Email: [email protected] Design: MOD WILDFLOWER 300 Proj. No. 11ROB
to the builder for clarification & correction 9/11/2022
GSPublisherVersion 0.73.100.100
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